LEAST SQUARES VERTICAL ADJUSTMENT REPORT


Thu Aug 21 13:02:23 2008
Level File:  C:\Data\Sample_Level.tlv
Output File: C:\Data\Level_Test.RPT
Curvature, refraction correction: ON
Differential Leveling Standard Errors
    Avg. Dist. to BS/FS:100.0
    Rod Reading Err. per 100'/m:0.001
    Collimation Err. (sec.) 3.0:

Unadjusted Trigonometric Level Report

 Header1:    Operator:  loop Name:   Project Name:TEST
 Header2:    date:06/23/2008  pressure: 1240366  temperature: time:09:06:30
 Rod:        Rod Ht.      0.000
 Benchmark:  Name: 10          El:    500.000  
 Backsight:  Name: 10           VD:    4.388 HD:   14.600 HI:   495.612 Desc: BASE
                                                                           Average HI:   495.612

 Foresight:  Name: 1000         VD:    5.254 HD:   10.500 EL:   500.866 Desc: TC
 Foresight:  Name: 1001         VD:    2.563 HD:   17.000 EL:   498.175 Desc: TOW
                                                                           Average EL:   499.521

 Backsight:  Name: 1001         VD:    2.402 HD:   19.000 HI:   497.119 Desc: TOW
                                                                           Average HI:   497.119

 Foresight:  Name: 1002         VD:    4.228 HD:   16.900 EL:   501.347 Desc: CLOSE
 Foresight:  Name: 10           VD:    4.229 HD:   16.900 EL:   501.348 Desc: BASE
                                                                           Average EL:   501.347

 Backsight:  Name: 1002         VD:    5.372 HD:   16.800 HI:   495.975 Desc: CLOSE
                                                                           Average HI:   495.975

 Foresight:  Name: 10           VD:    4.226 HD:   16.800 EL:   500.201 Desc: BASE
                                                                           Average EL:   500.201

 Benchmark:  Name: 10          El:    499.998  



                               VERTICAL BENCHMARKS

       Station            Elevation            Std. Error
     10                  500.0000              0.020


                            POINTS TO BE ADJUSTED

       Station
     1001,1002


                                MEASUREMENT SUMMARY

       From          To           Elev. Diff.    StdErr
                                 (unadjusted)
     10            1001              1.8250      0.0043
     1001          1002             -1.8260      0.0056
     1002          10                1.1460      0.0075


                              ADJUSTED ELEVATIONS

       Station     Adjusted Elev   Standard Dev.
     10              500.0000        1.22780
     1001            501.5404        1.32377
     1002            499.3470        1.35237


                        ADJUSTED MEASUREMENT SUMMARY

       From          To          Elev. Diff.      Residuals       Std. Dev.
                                 (adjusted)
     10           1001              1.5404       -0.2846         0.495
     1001         1002             -2.1934       -0.3674         0.535
     1002         10                0.6530       -0.4930         0.567


Vertical Sideshots
 Station                Elevation

 1000                    499.1340